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0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />40 <br />45 <br />50 <br />55 <br />60 <br />65 <br />70 <br />75 <br />80 <br />85 <br />90 <br />95 <br />100 <br />0.0010.010.1110100 <br />3/4 30 <br />medium <br />D10 <br />coarse <br />4 14081.5 6 200100 <br />GRAIN SIZE IN MILLIMETERS <br />Specimen Identification <br />Specimen Identification <br />MC% LL PL PI Cc <br />SILT OR CLAY <br />GRADATION CURVES <br />1.7 <br />%Sand %Silt %Clay <br />95.2 <br />%Gravel <br />SAND <br />40 <br />fine <br />D30 <br />1 <br />D60 <br />U.S. SIEVE NUMBERS <br />20161410 <br />U.S. SIEVE OPENING IN INCHES HYDROMETER <br />2.80.97 <br /> <br />23 <br />SB- 1 <br />5.3' <br />5.3' <br />SB- 1 <br />1/2 <br /> 3 <br />P <br />E <br />R <br />C <br />E <br />N <br />T <br />F <br />I <br />N <br />E <br />R <br />B <br />Y <br />W <br />E <br />I <br />G <br />H <br />T <br />33/8 <br />9.50 0.82 0.477 <br />Classification Cu <br />D100 <br />6 70504 <br />GRAVEL <br />fineCOBBLES coarse <br />0.2866 3.1 <br />POORLY GRADED SAND <br />6/8/21 <br />Main & Gates Redevelopment; Elk River, MNPROJECT AET JOB NO. <br />DATE <br />P-0001445 <br />AMERICAN <br />ENGINEERING <br />TESTING, INC.Draft